EVALUATION OF STIFFNESS PARALLEL TO GRAIN OF WOOD BASED ON STRONGEST LINK MODEL

Author:

TOTSUKA Marina1,HAYAKAWA Jun2,AOKI Kenji3,INAYAMA Masahiro3

Affiliation:

1. Graduate School of Engineering, Chiba Univ.

2. AWARE. Co., Ltd.

3. Grad. School of Agri. and Life Sci., The Univ. of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference12 articles.

1. 1) Architectural Institute of Japan: Standard for Structural Design of Timber Structures, 2006 (in Japanese) 日本建築学会:木質構造設計規準・同解説, 2006

2. 2) T. Hirai and M. Sawada: Lateral Resistance of Bolted Wood-Joints with Steel Side Members Loaded Parallel to the Grain, Mokuzai Gakkaishi, Vo.28, No.11, pp. 695-698, 1982.11(in Japanese) 平井卓郎, 沢田 稔:側材に木材を用いたボルト接合部の剪断耐力―荷重が材軸方向に作用する場合, 木材学会誌, Vo.28, No.11, pp. 695-698, 1982.11

3. 3) J. Hayakawa, Y. Ochiai, K. Aoki and M. Inayama: Lateral Resistance of Bolted Wood-Joints with Steel Side Members Loaded Parallel to the Grain, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure Ⅲ, pp.21-22,2021(in Japanese) 早川潤, 落合陽, 青木謙治, 稲山正弘:構造用集成材の面圧剛性に及ぼす影響因子に関する実験的検証, 日本建築学会大会学術講演梗概集,構造Ⅲ, pp.21-22, 2021

4. 4) Y. Yamazaki, N. Akiyama, S. Okamoto and T. Tsuchimoto: Research on Seismic Design Method for Glulam Frame Structure with Tensile-bolted Moment Resisting Joints. Part5. Evaluation of bearing performance parallel to grain, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure Ⅲ, pp.153-154, 2020(in Japanese) 山崎義弘, 秋山信彦, 岡本滋史, 槌本敬大:引きボルト式集成材ラーメン構造の耐震設計法に関する研究。その5:繊維方向めり込み特性の評価方法の検討, 日本建築学会大会学術講演梗概集,構造Ⅲ, pp.153-154, 2020

5. 5) Xavier, J., de Jesus, A. M. P., Morais J. J. L. and Pinto J. M. T.:Stereovision measurements on evaluating the modulus of elasticity of wood by compression tests parallel to the grain. Construction and Building Materials, Vo.26, No.1, pp.207 – 215, 2012.1 https://doi.org/10.1016/j.conbuildmat.2011.06.012

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